SW8081007_APPROVED PLANS_20140630

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 0 8 10 0"1
DOC TYPE
❑ CURRENT PERMIT
�I APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
20\ti4 �.D 30
YYYYMMDD

C
C
1
�7
E

2
3 ,
MATCHLINE A -A
5
K
n
a
F
C
I
PROJECT LIMITS --
784,566 SF
(18.01 AC)
L1
C17
C14-
C12�
C11-\
L5-
�� L3 C7\8 L
CURVE TABLE
Curve #
LENGTH RADIUS
DELTA
C1
90.01, 57.00'
90-28'49"
C3 107.84' 217.00'
28-28'22"
C5 65.02
67.00'
55'36'05"
C7
55.08'
1�17.00'
26'58119"
C8 34.11'
89.00'
2
C11
I 13.04'
39.00'
19'09'18"
C12
39.11'
117.00'
19'09'17"
C14
17.57'
89.00'
11*18'34"
C15
23.09' 1 117.00'
11 *18'34"
C17
14.78' 89.00'
9'30'43"
C18 19.42'
, 117.00'
9-, 43"
C20 58.07'
417.00'
7'58'43"
--
-��-
C21 194406'
1 789.00'
--
!, 14'05'33"
517.00' 12'36'23"
C22 113.75'
C23 141.11
i 483.00' 16'44'23"
C24 20.51'
117.04' 10'02'19"
C28 26.51'
89.11' 1 17'02'44"
-
C29 149.04'
511.00 16'42'40"
C30 107.59'
489.00' 12-36'23"
C31 187.76'
817.00' 13'10'04"
I� C28
CIA
IU
I�
PROJECT LIMITS
for SW8 120101
C36
L12 yq
L13 -
V25 \,� ^�
0
Jfp-- -pj
-_j'
i47
C104 U
I;� L50 I r-_
I
I\ L49
C,
C105
In
CURVE TABLE
Curve # i LENGTH
RADIUS
DELTA
C35 31.45'
317.00'
5'41'01"
+
C36 9.41'
66.04'
8-10'03"
C37
C38
254.87'
19.04'
412.00'
233.00'
35'26'40"
4'40'52"
C39
173.52'
817.00'
12'10'09"
C40
12.14'
39,00'
17'49'41"
C41
28.68
2017.00'
0-48'53"
C42
124.64'
2017.00'
3-32'26"
C43
13.77'
39.00'
20*13'56"
C44
177.19'
2017.00'
5-02'00"
C45
10.57
39.00'
15'32'01"
C46
194.63'
2017.00'
5'31'43"
C47
16.10'
39.00'
23-39'32"
C48
21.53
1 61.00
1 20*13'33"
C52
11.65'
33.00'
20*13'33"
C53
27.67'
( 67.00
1 23*3932"
C54
191.93'
1989.00'
5'31'43"
C55
18.16'
67.00'
15'32'01"
C56
174.73'
1989.00'
5-02'00"
C57
23.66'
67.00'
20'13'56"
) f Q;
' C
C', i
e,Z4;
Q)
/
-L2110 L23 �L24
L22 C72i C74.3 C_76 L_25 _
�L112 L110 \) \; -L26
L106
j ,o
L _ _ L27
L104 1<8 C83 -
C, - -
MATCHLINE A -A
CURVE TABLE
Curve #
LENGTH
RADIUS
DELTA
C58
123.32'
1989.00'
3'33'08"
C60
1 20.85'
67.00'
17'49'41"
C61
167.58'
789.00'
12-10'09"
C62 21.32'
261.00'
4'40'52"
C63 237.60'
384.00'
35'27'05'
C64 13.58'
93.97'
8'16'45"
C65 98.37'
289.00'
19*30'05"
C67 38.71'
186.00'
11'55'32"
C69 9.54'
6.00'
91'04'19"
C72 49.99'
486.00'
5'53'39"
C74 55.63'
C76 53.68'
214.00'
14'53'37"
286.00'
10'45'17"
C78,195.63'
107.00'
104-45'18"
C80 18.55'
83.00'
12'48'31"
C82 16.26'
9.00'
103'29'21"
C83 197.11'
517.00'
21'50'41"
C84
198.63'
689.00'
16'31'02"
C85
96.78'
517.00'
10*43'33"
C86
91.90'
47.00'
112-02'12"
C104 22.32'
89.00'
14'22'08"
s-
L17
C.0 84-
C132
C85
CURVE TABLE
Curve #
LENGTH
RADIUS
DELTA
C105
22.40'
67.00'
19'09'18"
C106
42.13'
27.00'
89'24'37"
C107
44.84'
117.00'
21*57'31"
C108
41.90'
89.00'
26'58'19"
C109
37.85'
39.00'
55'36'05"
C110
93.92
189.00'
28'28'22"
C111
62.55'
67.00'
53'29'12"
C112
105.17'
389.00'
15'29'26"
C113
141.71'
417.00'
19'28'14"
C114
101.04'
117400'
49-28'52"
C115
65.02'
39.00'
95'31'04"
C116
103.71'
289.00'
20'33'38"
C117
92.57'
317.00'
16-43'52"
C118
370.74'
189.00'
112*23'30"
C119
53.78'
217.00'
14*11'57"
C120
52.41'
29.00'
103'32'43"
C121
175.52'
117.00'
85'57'08"
C122
36.13'
87.00'
23'47'43"
C123
93.55'
183.00
29*17'18"
C124
68.57'
817.00'
4'48'32"
tV/
CURVE TABLE
Curve #
LENGTH
RADIUS
DELTA
C125
177.77'
789.00'
12'54'34"
C126
180.37'
1017,00'
10'09'42"
C127
108.76'
789.00'
7-53'54"
C128
100.82'
817.00'
7'04'13"
C129
100.30'
489.00'
11'45'05"
C130
37.15'
19.00'
112*02'12"
C131
91.54'
489.00'
10-43'33"
C132
206.70'
717.00'
16'31'C2"
C133
186.44'
489.00'
21'50'41"
C134
66.83'
37.00'
103'29'21"
C135
24.84'
111.00'
12'49'10"
C136
144.44'
79.00'
104'41'18"
C137
58.94'
314.00'
10*45'! 7"
C138
48.35'
186.00'
14'53'37"
C139
52.88'
514400'
5'53'39"
C140
54.04'
34.00'
91'04'19"
C141
44.54'
214.00'
11'55'32"
! J
L68� i
I
2gV\
�! �Z i
! I�
L43 N;
/ 'U
LINE TABLE
TAG
LENGTH
DIRECTION
L1
279.90'
N07'44'07"W
L2
161.49'
N20'44'15"E
L3
42.71'
N76'20'20"E
L4
65.22'
N81-21'08"E
L5
1.56'
N08'03'29"W
L6
92.20'
N08'03'29"W
L7
80.97'
N08'03'29"W
L8
52.34'
N08'03'29"W
L9
4.82'
N49'47'59"E
L10
10.64'
N32'27'00"E
L11
17.64'
N81'40'45"E
L12
154.03'
N85'12'01"E
L13
123.83'
N85.12'01 "E
L14
108.37'
S67'22'13"E
L15
64.89'
N15'48'30"E
L16
28.00'
S74'11'30"E
L17
64.90'
S15'48'30"W
L18
27.87'
S40'29'51 "W
L19
146.68'
SO4'06'30"W
L20
63.26'
S07'49'02"E
LINE TABLE
TAG
LENGTH
DIRECTION
L21
12.46'
N81'06'39"E
L22
136.94'
N81'06'39"E
L23
25.34'
N75*13'01"E
L24
25.55'
S89'53'23"E
L25
58.26'
N79'21'21"E
L26
12.81'
SO4'06'39"W
L27
40.38'
S08'51'03"E
L28
34.74'
S67'34'14"E
L29
1167.92'
S23'44'22"W
L30
131.17'
SO4'59'46"E
L31
139.70'
S67'11'04"E
L32
525.71'
S24'18'53"W
L33
163.55'
S50'44'33"W
L34
199.03'
N75'35'36"W
L35
359.92'
S29'23'32"W
L36
112.06'
N32'15'29"W
L37
246.79'
N11'59'41 "E
L38
317.60'
N72'59'27"W
L39
814.91'
N52'25'49"W
L40
314.21'
N65'19'10"E
LINE TABLE
TAG
LENGTH
DIRECTION
L41
323.56'
N43'05'15"E
L42
70.63'
1\110'22'25"W
L43
152.62'
S79'37'35"W
L44
166.99'
N09'36'34"W
L45
178.53'
S81'15'45"W
L46
16.49'
S73'20'07"W
L47
39.07'
S80'38'36"W
L48
132.05'
S09'13'17"E
L49
88.56'
S80'43'39"W
L50
17.31'
N77'47'59"W
L53
2.55'
S08'03'29"E
L55
66.21'
S81'21'08"W
L58
42.71'
S76'20'20"W
L60
161.49'
S20'44'15"W
L62
62.92'
S07'44'07"E
L63
279.35
N81'41'27"E
L64
16.16'
N64'13'31"E
L65
34.22'
S07'06'53"E
L66
47.75'
S81'50'03"W
L67
228.76'
S08'36'07"E
LINE TABLE
TAG
LENGTH
DIRECTION
L68
69.14'
S81'31'42"W
L70
164.90'
S10'22'25"E
L74
282.10'
S43'05'15"W
L76
87.28'
S52'25'49"E
L78
3Y5.68
S72'59'27"E
L80
256.34'
S56'15'35"E
L83
278.55'
i
N25'32'53"E
L85
35.13'
N77'59'50"W
L87
70.16'
N62-18'30"W
L88
132.88'
N06'22'57"W
L89
110453'
N55'26'43"E
L97
196.04'
N27'30'04"E
L104
40.38'
N08'51'03"W
L106
12.86'
N04'06'38"E
L108
58.26'
S79'21'21 "W
L110
25.55'
N89'53'23"W
L112
25.34'
S75'13'01 "W
L114
139.44'
S81'06'39"W
L115
9.96'
S81'06'39"W
L117
63.26'
N07'49'02"W
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TAG
LENGTH
DIRECTION
L119
59.73'
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PLAN KEY NOTES:
i HI -VISIBILITY PEDESTRIAN CROSSWALK PER NCDOT STD.
119dCdlibe PULL-UP
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DETAIL NUMBER ��?
DETAIL SHEET NUMBER
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6e 6' WIDE PAVEMENT SECTION SUNDT
`-AJ01NTWIWL,RE
GREENWAY TRAIL STA: 52+00 TO 63+00 PLAN KEY NOTES
4.
HI -VISIBILITY PEDESTRIAN CROSSWALK PER NCDOT STD.
mgACalibe
�ON YIELD TO PEDESTRIAN IN WALK (R1-5A)
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FOR COMMANDER NAVFAC
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NOTES SATISFACTORY TO DATE
I DES KLH DRw RLS CHK TAJ
I � 1. SEE SHEET C-704 FOR EROSION CONTROL DETAILS. «PM/DM>'
BRANCH MANAGER
\ \ ' � 2. INCLUDE MINIMUM
s o a6 �� ..... ,,,�,...... �� I I on I OVERHEAD CLEARANCE OF t0.
1i
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• •••••� ••�•••••
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TYPICAL TRAIL SECTION
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w rc
J
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EW-40-41 9' X 6' X 1' /I 2 CY
9' X 6' 2
o _I y
w Q t
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o Z
SF SEDIMENT FENCE ( SILT FENCE
AND IN THE CENTER, OR EVERY 3-4' IF THE STRIPS ARE LONG.
IN CRITICAL AREAS, SECURE SOD WITH NETTING AND STAPLES.
EW-48-49 9' X 6' X 1' It 2 CY
SCALE: AS INDICATED
Practice 6.62
TYPICAL SOD INSTALLATION
EW-50-51 9' X 6' X ,' // 2 CY
NTS
Practice 6.12.5
EW-52-53 9' X 6' X 1' // 2 CY
CONSTR.
ONSTEPROJ.CONT
coNN40085-11-C-4020
NTS
EN-54-55 9' X 6' X 1' ll 2 CY
EW-56-57 9' X 6' X 1' ll 2 CY
-
COASTAL
NAVFAC DRAWING NO.
12615069
OUTLET PROTECTION DETAIL
•', ',•. SITE
DESIGN,PC
SHEET 41 OF 541
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NOT TO SCALE
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REVISIONS
SYM DESCRIPTION I DATE I APPROVED
c
rn
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CD
N
N
NEW TREE LINE
& 5'
/ 24'
/
LEVEL SPREADER
PROPOSED INFILTRATION BASIN'S'
REUSE EXISTING CONDUCTOR OR '
SPLICE NEW CONDUCTOR AS REQUIREQ % 18'
o � '
mI �j \
NEW 3/8" GUY
(TYPICAL FOR 3)
2 4'
09
e:
207'
171'
LIMIT OF DISTURBANCE
N' 1 it
� ;i
Me
P
ELOCATE
IRE HYDRANT _ �-
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WOOD POLE WITH ALL NECESSARY
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4, g
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as
/ 204
NOTES FOR ELECTRICAL LINE RELOCATION'
1. REMOVE TWO EXISTING POLES IN PROPOSED PARKING LOT.
2. REUSE EXISTING CONDUCTOR. SPLICE IN NEW CONDUCTOR AS
NEEDED OR AS DIRECTED BY THE CONTRACTING OFFICER.
3. CONTRACTOR MUST FURNISH AND INSTALL ALL MISCELLANEOUS
ITEMS REQUIRED FOR A COMPLETE RELOCATION.
N 358528.83
E 2476384.05
mm
�v
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R=10'
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NOTE: ALL RADII ARE 3'
UNLESS OTHERWISE NOTED
3lj -7vN
40'
1"=40'

REVISIONS
SYM DESCRIPTION I DATE I APPROVED
I
81 18
ROCK INLET SEDIMENT TRAP
---s- TDB
TEMPORARY DIVERSION
in
TEMPORARY SILT FENCE
III
TEMPORARY ROCK SEDIMENT DAM
TEMPORARY ROCK SILT CHECK
TEMPORARY CONSTRUCTION ENTRANCE
®
PROPOSED INFILTRATION BASIN
-- — PERMANENT DRAINAGE SWALE
ELEV. PROPOSED SPOT ELEVATION
x
U
ROCK INLET SEDIMENT TRAP
2' BASE SWALE W/ 4:1 SIDES
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701 Corporate Center Drive
EARTH TECH I AECOM Ralleegh 5NC 27607 4
919-654-6200
DEPARTMENT OF THE NAVY NAVAL FACUTIES ENGINEERING COMMAND
MARINE CORPS BASE
DES. B R PEASE
DR. B R PEASE
CHK. NJ DEAN
1"'0H CARp4/�.,'
dE5 + :oF5QN
SUBMITTED BY:
DESIGN DIR.
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= SEAL _
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,YFIL j , •OEP.`SATISFACTORY TO:
CAMP LEJEUNE, NORTH CAROLINA
M200 AREA PARKING
PARKING LOT B
GRADING, DRAINAGE, AND EROSION CONTROL
DATE SIZE CODE (DENT. NO NAVV60002294
FAC DRAWING NO.
� 80091 CONST.CONTR.N 0002 0085-08-B-0156
DATE
SCALE: 1"=4U' SPEC. 05-OS-0156 SHEET 7 OF 11

SYM
DESCRIPTION
DATE
BASIN TOP
ELEVATION
Final
SEE TABLE
SEE INFILTRATION BASIN TABLE
FOR BOTTOM ELEVATION
INFILTRATION
N.T.S.
BASIN TOP
ELEVATION
SECTION
Final Grade
OUTLET SIDE OF BASIN
DIRECTION
OF INFLOW
BASIN
SURFACE AREA
AT INVERT (SF)
SHWT *
ELEV. (ft)
BASIN INVERT
ELEV. (ft)
DESIGN STORAGE
ELEV. (ft)
BASIN BERM
ELEVATION (ft)
STORAGE
VOLUME (cf)
STORAGE
DEPTH (ft)
6,490
11.50
13.70
14.70
16.00
7,015
1.00
* SHWT = Seasonal High Water Table /I
ee.s;n 4 f r 2 weJ � 1 tS pP.�(% 5ju sw (11r)4)
INFILTRATION BASIN TABLE
LEVEL SPREADER WITH NO BYPASS
OVERFLOW A qq
BYPASS
a�
T m
LEVEL SPREADER
SECTION -AA WALL LEVEL SPREADER
Permanant Soil
Reinforcement Mat
NATURAL GROUND (PSRM)
T s
1.0 Erin.�o/p 2' ZVx.
6 Reinf. Conc.Wall
IF--4' min. (Or 8" Block Wall)
5. 6 Conc.Footing
1.5 05
N.T.S.
ER ----�2-
Bypass Elevations
Basin #
A
B (Z)
A: Invert In (ft)
15.60
15.00
B: Invert. Out to Basin (ft)
15,M
14.20
C: Weir Crest Elevation (ft)
44-.70—
D: Bypass Flow Outlet Invert (ft)
14.00
14.00
COASTAL
SITE
DESIGN,PC
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REVISIONS
�1
REVISED ELEVATIONS FOR ITEM C:
06101106
REV. NO.
REMARKS
DATE
NOT A CERTIFIED DOCUMENT AS TO THE ORIGINAL DOCUMENT BUT ONLY AS TO THE REW90NS - THIS DOCUMENT
ORIGINALLY ISSUED AND SEALED BY NEIL J. DEAN, PE, LICENSE NO. 026453, ON 12111108. THIS DOCUMENT
IS ONLY CERTIFED AS TO THE RENSIONS.
T11
TIT
43" MIN.
OVERFLOW
CONCRETE SLAB DESIGNED
EXPECTED LOADING
OPENING ..
�-_ ' ELEVATION V
PRIMARY OUTLET
APPLY GROUT TO
OBTAIN ELEVATION'S'
C
B FLOW ::. ; -
SPUTTER • VARIABLE
r-o" TYR
Ir MINIMUM
3000 P.S.I. CONCRETE
ELEVATION W
TOP SLAB THE OVERFLOW OUTLET MAY
BE LOCATED AT THE TOP OF THE
FIRST COURSE OF BRICVJBLOCK BELOW
THE PRIMARY OUTLET. ON PRECAST
BOXES, USE 2" BELOW ELEVATION'S'
DETAIL OF OVERFLOW OUTLET
N.T.S.
ISOMETRIC VIEW
FLOVV SPLITTER BOX
TOP SLAB
SECTION A -A
IAN
GROUT INLET
rTO TIE TO
FLOW SPUTTER
SECTION B-B - INLET
SECTION C-C PRIMARY OUTLET
DIRECTION OF
PRIMARY OUTFLOW
(TO BASIN)
OPENING
TOP SLAB
PRIMARY OUTLET
ELEVATION'S
APPLY GROUT AS REQUIRED
TO OBTAIN OULU ELEVATION
DEC 1 � 2008
701 Corporate Center Drive
SuitEARTH TECH AECOM Raleigh, NC 27607
919-654-6200 C�8
000F7W.,w tAVALFAWMEMNEMMCOMMAM
DES. B M DICK
DR. N J DEAN
���•""'"",,,,
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.4
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SEAL
APPROVED: PWO OR OICC
j / 02603 z
_
,/,'FC.1i11`,Z�+,�O�
SATISFACTORY TO:
MARINE CORPS BASE
NORTH CAROLINA
M200 AREA PARKING
STORMWATER PLANS
INFILTRATION BASIN AND FLOW SPUTTER DETAILS
JDATE
SIZE CODE (DENT. NO NAVFAC DRAWING NO.
80091 60002298
CONST.CONTR.NO. N40086-08-B-0156
SCALE: NITS SPEC. 06-08-0156 SHEET 11 OF 11

REVISIONS
SYM DESCRIPTION I DATE JAPPROVED
,
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a:
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t
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,
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ro\ r
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a:
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N
701 Corporate Center Drive
SuitEARTH TECH AECOM Raleigh NC 27607
919-854-6200
DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
MARINE CORPS BASE
CAMP LEJEUNE, NORTH CAROLINA
DES. B R PEASE
DR. B R PEASE
CHIC NJ DEAN
IA CAR01 ''..
iN
a
SUBMITTED BY:
DESIGN DIR.
APPROVED: PWO OR OICC
SEAL
E 1 A, t/ =
I It j IDni�A31 b16 SAIIWtAUIUKT IU
' '
M200 AREA PARKING
EXISTING CONDITIONS
DATE SIZE CODE IDENT. NO NAVV60002289
FAC DRAWING NO.
80091 CONST.CONTR.N 0002 0085-08-13-0156
DATE
SCALE: 1"=80' 1 SPEC. 05-08-01556 SHEET 2 OF 11

REVISIONS
SYM DESCRIPTION DATE JAPPROVED
i
w /
w
w,
r
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701 Corporate Center Drive
�/ f
EARTH TECH
AECOM Raleigh
G
NC 27607
_3
919-854-6200
/
DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
MARINE CORPS BASE
CAMP LEJEUNE, NORTH CAROLINA
DES. B R PEASE
DR. B R PEASE
M200 AREA PARKING
,,,
�.o�tH CARp4 "' ,,
CHIC NJ DEAN
SUBMITTED BY:
' ? E55 v
F O'
SITE OVERVIEW
DESIGN DIR.
_ SEAL '
026453 _=
APPROVED: PWO OR OICC DATE
SIZE
CODE (DENT. NO
NAVFAC DRAWING NO.
60002290
80091
CONST.CONTR.NO. N40085-08-B-0156
• 1IN :�
SATISFACTORY TO: DATE
SCALE: 1"=80'
1 SPEC. 05-08-0156
SHEET 3 OF 11
�:IRIO$

REVISIONS
SYM DESCRIPTION DATE JAPPROVED
DO
O
N
N
1
NEW TREE LINE
N
V�
---g3%
0
261'
INFILTRATION BASIN'A'
315'
24'
:m
171'
SPREADER
� LIMIT OF DISTURBANCE
36�
N 358881.86
1-
- I - --,\I
I
E 2476627.26
J
�I
19
y
— — — — — — — — — — — — — — — — — — —
lao/
I i
a�GV�A�G6
N 358862.80
E 2476687.31
�P
I
N 368874.06
COOLIDGE ROAD
E 2476711.35
ADJUST TELEPHONE PEDESTAL
a
O
�
1
�
�
OD Coo
Nc�
In'(��j
I 11 I
2q,
24'
NW._
I
I
i
I
<
I
I
III
I
I
'II
I
I
Xl1 5
/N 359 24.
E 24 00 .39
9007.11
/ E,2477009.53
ADJUST TELEPHONE PEDESTAL
RESURFACE EXISTING PARKING AREA.
PERFORM FULL DEPTH PAVEMENT REPAIR IN
AREAS OF STRUCTURAL FAILURE, OR AS DIRECTED
BY THE CONTRACTING OFFICER.
NOTE: ALL RADII ARE 3'
UNLESS OTHERWISE NOTED
EARTH TECH
701 Corporate Center Drive
Suit
AECOM Raleigh 5NC 27607
919-854-6200
DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
MARINE CORPS BASE
CAMP LEJEUNE, NORTH CAROLINA
DES. B R PEASE
DR. B R PEASE
M200 AREA PARKING
o�tH CAROB
CHK. NJ DEAN
_
�N
? oFESs7pN,v
`
SUBMITTED BY:
PARKING LOT A
DESIGN DIR.
:Qe '�.
SITE PLAN
= SEAL =
6453 _=
APPROVED: PWO OR OICC DATE
SIZE
CODE IDENT. NO
NAVFAC DRAWING NO.
60002291
NGI
D
80091
NEB
CONST.CONTR.NO. N40085-08-13-0156
SATISFACTORYTO: DATE
"'..1.1t"', I�p13
IL`Y
SCALE: 1"=40'
SPEC. 05-08-0156
SHEET 4 OF 11
u

REVISIONS
SYM DESCRIPTION DATE I APPROVED
lyyl
_
r
�
I
'LIP ELEV
- 14.00
.;
WETLANI'BOUNDARY =,
? -c �
LIMIT OF DISTURBANCE -y-
Q----------- N----\
W D�'►� \'
TD
14
— X " PROPOSED SPOT ELEVATION
ROCK INLET SEDIMENT TRAP
I
I
I _ H
r
j
r
,I
BASIN INV.
Sr
ELEV. = 14.40
STOP OF BERM
J ELEV. 16.00
STORAGE
ELEV.= 15.45
14.40
l
•l
u
RIDGE
EL. 16.20
I I
I i
I
�I
I
f
III
1
1
1
1"=40'
701 Corporate Center Drive
EARTH TECH
Suit4
AECOM
C�3
Raleegh75NC 27607
919-854-6200
DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
MARINE CORPS BASE
CAMP LEJEUNE, NORTH CAROLINA
DES. B R PEASE
DR. B R PEASE
M200 AREA PARKING
.•`••••,1CAR „�'''',
s" °�
CHK NJ DEAN
SUBMITTED BY:
�•?�oFESSio�'Iq �
PARKING LOT A
DESIGN DIR.
GRADING, DRAINAGE, AND EROSION CONTROL
_ SEAL =
= ° 6453 _
APPROVED: PWO OR OICC DATE
SIZE
CODE (DENT. NO
NAVFAC DRAWING NO.
60002293
%���,``G'•'
"Cj
D
80091
NEB'
'',,NF/
CONST.CONTR.NO. N40085-08-B-0156
pEP••'
"' ��''to
SATISFACTORY TO: DATE
SCALE: 1"=40'
SPEC. 05-08-0156
SHEET 6 OF 11

t REVISIONS
rYM DESCRIPTION DATE JAPPROVED
2.0" SUPERPAVE S9.5A
4'-0"
SHOULDER
.04 c
III ICI (IIII—IIIi
COMPACTED SUBGRADE
- 8" AGGREGATE BASE COURSE
DETAIL OF NEW ASPHALT PAVEMENT
DETAIL OF
EXISTING ASPHALT PAVEMENT
TO BE RESURFACED
ASPHALT PAVEMENT RESURFACING
DETAILS OF REPAIRING EXISTING PAVEMENT PRIOR
TO RESURFACING
DETAIL NO 1-PAVEMENT FAILURE (SECTIONAL VIEW
PAVEMENT \ENGTH & WIDTH
FAILURE VARIES
EXISTING PAVEMENT
DETAIL NO 2-PAVEMENT REMOVAL (SECTIONAL VIEW)
SAWCUT AND REMOVE LENGTH & WIDTH
PAVEMENT FAILURE VARIES
EXISTING PAVEMENT
DETAIL NO. 2
LENGTH 8 WIDTH EXISTING ASPHALTIC PAVEMENT
VARIES
EXISTING BASE
i— EXISTING SUBGAADE MATERIAL
SAW AND REMOVE EXISTING BROKEN -UP
ASPHALT PAVEMENT TO NEAT LINES
AND REPLACE WITH BITUMINOUS CONCRETE
SURFACE COURSE TYPE 1-2
DETAIL NO. 3
LENGTH d WIDTH VARIES
I„ _ 2„ EXISTING ASPHALTIC PAVEMENT
EXISTING BASE
'-- EXISTING SUBGAADE MATERIAL
OVERLAY PAVEMENT WITH In - 2' BITUMINOUS
CONCRETE SURFACE COURSE TYPE 1-2
DETAIL NO. 4
DETAIL OF
STANDARD GRASSED SWALE
( Not to Scale)
Natural NaturGI
Ground D �• round
Min. D= 0.5 Ft.
LARGE LETTER 'D'
CAST INTO CENTER
OF ALL COVERS
APPROX. WT. - 565 LBS.
HALF PLAN
I' DIA. LIFT HOLE
SECTION �1
MANHOLE COVER & FRAME
FINISHED
GRADE
MANHOLE GRATE
AND FRAME
I' GROUT
e D
° •4 AT 12' O.C. EW
MIDDLE OF SLAB
D
D
a
D
ROUNDED ENTRANCE
W
J.
K
Q
e
v
D
3'-0' SOUARE
ts STORM DRAIN PIPE
D
LSTEP
° FLOW
AT
D
_
16' O.C.
D
6'
INV ELEV OF CB IS INV D
Q
- 2' X 4'
ELEV OF OUTLET
.
KEY JT.
D
-
D
6' WATERSTOP •4 AT 12' O.C. EW
•4 DOWELS TO MATCH
CONTINUOUS MIDDLE OF SLAB
WALL REINFORCEMENT
JUNCTION
BOX FOR PIPES
LESS THAN 3011
N.T.S.
NOTES
I. DO NOT BLOCK HYDRANT DRAIN w/BLOCKING.
2. COAT TIE RODS k NUTS w/COAL TAR EPDXY.
3. DO NOT SUPPORT VALVE BOX DIRECTLY ON VALVE.
It
STREET
V. (L VALVE —
WATER MAIN
1 18' 70 6-CONC. PAD AROUND BOX
I POURED -IN -PLACE
TELESCOPIC
POURED IN PLACE VALVE BOX
CONC.BLOCK 1
60M.J. GATE VALVE
TIE RODS
6' #IPE
3'MIN. LENGTH
.TEE
3'-6' 1 2'-0'
1 7 CU. FT.
CRUSHED
STONE
p;0
CONCRETE
BLOCKING
2-3/4' CIE RODS
BOTH SIDES
OF PIPE (TYP.)
TYPICAL WATERLINE & HYDRANT CROSS SECTIONS
It
r
A
SECTION B - B
P THICK
WELD
I
A
MJ PL
NOMINAL
DIAMETER
'A'
.8.
TRENCH
WIDTH
W,
REINFORCING
STEEL
BARS
.
SPACING
Y,
6'
6'
12'
30'
•6
12,
8'
a'
12'
32'
•6
12'
10'
10'
16'
34'
•8
6'
12'
12'
16'
36'
08
6'
IT- B
V 1•V V.I.r.
Ly
B
SECTION A - A
NOTES:
I. POUR CONCRETE AGAINST FIRM, UNDISTURBED SOIL. FILL AGAINST COLLAR TO BE COMPACTED TO
90Y PROCTOR FOR 6'ALONG THE PIPE ON BOTH SIDES OF THE COLLAR.
2. COMPLETELY BACKFILL AND COMPACT BEFORE PRESSURE TEST.
3. TRENCH WIDTHS ARE MAXIMUM FOR 10'EACH SIDE OF COLLAR.
4. CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3,000 PSI.
5. THE THRUST COLLAR DIMENSIONS ARE BASED ON A SOIL BEARING
PRESSURE OF 3,000 POUNDS PER SQUARE FOOT AND A TEST PRESSURE
OF 150 PSI.
THRUST COLLAR & DEAD END DETAIL
EARTH TECH
701 Corporate Center Drive
Suit475
AECOM Raleigh, NC 27607
919-854-6200
DEPARTMENT OF THE NAVY NAVAL FACIUTIES ENGINEERING COMMAND
MARINE CORPS BASE
CAMP LEJEUNE, NORTH CAROLINA
DES.
DR.
M200 AREA PARKING
CIVIL DETAIL
.'occN CAR04��.,
o ti •.
CHIC
SUBMITTED BY:
DESIGN DIR.
= SEAL -
= // 26453 =
-O�J�(/. 2�
AV�vC1 NE�•P�
fV(
APPROVED: PWO OR OICC DATE
SIZE
CODE IDENT. NO
80091
NAVFAC DRAWING NO.
60002295
CONST.CONTR.NO. N40085-08-B-0156
SATISFACTORY TO: DATE
SCALE:
SPEC. 05-08-0156
SHEET 8 OF 11

t REVISIONS
rYM DESCRIPTION DATE JAPPROVED
2.0" SUPERPAVE S9.5A
4'-0"
SHOULDER
.04 c
III ICI (IIII—IIIi
COMPACTED SUBGRADE
- 8" AGGREGATE BASE COURSE
DETAIL OF NEW ASPHALT PAVEMENT
DETAIL OF
EXISTING ASPHALT PAVEMENT
TO BE RESURFACED
ASPHALT PAVEMENT RESURFACING
DETAILS OF REPAIRING EXISTING PAVEMENT PRIOR
TO RESURFACING
DETAIL NO 1-PAVEMENT FAILURE (SECTIONAL VIEW
PAVEMENT \ENGTH & WIDTH
FAILURE VARIES
EXISTING PAVEMENT
DETAIL NO 2-PAVEMENT REMOVAL (SECTIONAL VIEW)
SAWCUT AND REMOVE LENGTH & WIDTH
PAVEMENT FAILURE VARIES
EXISTING PAVEMENT
DETAIL NO. 2
LENGTH 8 WIDTH EXISTING ASPHALTIC PAVEMENT
VARIES
EXISTING BASE
i— EXISTING SUBGAADE MATERIAL
SAW AND REMOVE EXISTING BROKEN -UP
ASPHALT PAVEMENT TO NEAT LINES
AND REPLACE WITH BITUMINOUS CONCRETE
SURFACE COURSE TYPE 1-2
DETAIL NO. 3
LENGTH d WIDTH VARIES
I„ _ 2„ EXISTING ASPHALTIC PAVEMENT
EXISTING BASE
'-- EXISTING SUBGAADE MATERIAL
OVERLAY PAVEMENT WITH In - 2' BITUMINOUS
CONCRETE SURFACE COURSE TYPE 1-2
DETAIL NO. 4
DETAIL OF
STANDARD GRASSED SWALE
( Not to Scale)
Natural NaturGI
Ground D �• round
Min. D= 0.5 Ft.
LARGE LETTER 'D'
CAST INTO CENTER
OF ALL COVERS
APPROX. WT. - 565 LBS.
HALF PLAN
I' DIA. LIFT HOLE
SECTION �1
MANHOLE COVER & FRAME
FINISHED
GRADE
MANHOLE GRATE
AND FRAME
I' GROUT
e D
° •4 AT 12' O.C. EW
MIDDLE OF SLAB
D
D
a
D
ROUNDED ENTRANCE
W
J.
K
Q
e
v
D
3'-0' SOUARE
ts STORM DRAIN PIPE
D
LSTEP
° FLOW
AT
D
_
16' O.C.
D
6'
INV ELEV OF CB IS INV D
Q
- 2' X 4'
ELEV OF OUTLET
.
KEY JT.
D
-
D
6' WATERSTOP •4 AT 12' O.C. EW
•4 DOWELS TO MATCH
CONTINUOUS MIDDLE OF SLAB
WALL REINFORCEMENT
JUNCTION
BOX FOR PIPES
LESS THAN 3011
N.T.S.
NOTES
I. DO NOT BLOCK HYDRANT DRAIN w/BLOCKING.
2. COAT TIE RODS k NUTS w/COAL TAR EPDXY.
3. DO NOT SUPPORT VALVE BOX DIRECTLY ON VALVE.
It
STREET
V. (L VALVE —
WATER MAIN
1 18' 70 6-CONC. PAD AROUND BOX
I POURED -IN -PLACE
TELESCOPIC
POURED IN PLACE VALVE BOX
CONC.BLOCK 1
60M.J. GATE VALVE
TIE RODS
6' #IPE
3'MIN. LENGTH
.TEE
3'-6' 1 2'-0'
1 7 CU. FT.
CRUSHED
STONE
p;0
CONCRETE
BLOCKING
2-3/4' CIE RODS
BOTH SIDES
OF PIPE (TYP.)
TYPICAL WATERLINE & HYDRANT CROSS SECTIONS
It
r
A
SECTION B - B
P THICK
WELD
I
A
MJ PL
NOMINAL
DIAMETER
'A'
.8.
TRENCH
WIDTH
W,
REINFORCING
STEEL
BARS
.
SPACING
Y,
6'
6'
12'
30'
•6
12,
8'
a'
12'
32'
•6
12'
10'
10'
16'
34'
•8
6'
12'
12'
16'
36'
08
6'
IT- B
V 1•V V.I.r.
Ly
B
SECTION A - A
NOTES:
I. POUR CONCRETE AGAINST FIRM, UNDISTURBED SOIL. FILL AGAINST COLLAR TO BE COMPACTED TO
90Y PROCTOR FOR 6'ALONG THE PIPE ON BOTH SIDES OF THE COLLAR.
2. COMPLETELY BACKFILL AND COMPACT BEFORE PRESSURE TEST.
3. TRENCH WIDTHS ARE MAXIMUM FOR 10'EACH SIDE OF COLLAR.
4. CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3,000 PSI.
5. THE THRUST COLLAR DIMENSIONS ARE BASED ON A SOIL BEARING
PRESSURE OF 3,000 POUNDS PER SQUARE FOOT AND A TEST PRESSURE
OF 150 PSI.
THRUST COLLAR & DEAD END DETAIL
EARTH TECH
701 Corporate Center Drive
Suit475
AECOM Raleigh, NC 27607
919-854-6200
DEPARTMENT OF THE NAVY NAVAL FACIUTIES ENGINEERING COMMAND
MARINE CORPS BASE
CAMP LEJEUNE, NORTH CAROLINA
DES.
DR.
M200 AREA PARKING
CIVIL DETAIL
.'occN CAR04��.,
o ti •.
CHIC
SUBMITTED BY:
DESIGN DIR.
= SEAL -
= // 26453 =
-O�J�(/. 2�
AV�vC1 NE�•P�
fV(
APPROVED: PWO OR OICC DATE
SIZE
CODE IDENT. NO
80091
NAVFAC DRAWING NO.
60002295
CONST.CONTR.NO. N40085-08-B-0156
SATISFACTORY TO: DATE
SCALE:
SPEC. 05-08-0156
SHEET 8 OF 11

PERMANENT SEEDING
SEEDING AND MULCHING:
REVISIONS
SYM DESCRIPTION I DATE APPROVED
CONTACT PERSON RESPONSIBLE FOR
EROSION CONTROL MEASURES:
DAVID BALOG
[e-mail] (E-MAIL)
[phone] (PHONE)
[phone] (CELL)
NOTE: IT IS AN ONGOING REQUIREMENT DURING ALL OPERATIONS
TO INSPECT ALL EROSION AND SEDIMENT CONTROL DEVICES
WEEKLY ANDOR AFTER ANY RAINFALL EVENT.
PERFORM REQUIRED MAINTENANCE IMMEDIATELY.
SEE MAINTENANCE REQUIREMENTS BELOW FOR ADDITIONAL INFORMATION
NOTES:
1. SOIL CLASSIFICATION: BmB (BAYMEADE URBAN LAND COMPLEX)
2. RECEIVING WATER COURSE: NEW RIVER
CLASSIFICATION: SC; HQW; NSW
3. THE PURPOSE OF THIS PROJECT IS TO PROVIDE PARKING FACILITIES
FOR THE PLANNED EXPANSION OF MCB CAMP LEJEUNE.
MAINTENANCE REQUIREMENTS FOR EROSION CONTROL MEASURES
1. INSPECT SILT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL.
MAKE ANY REQUIRED REPAIRS IMMEDIATELY. SHOULD THE FABRIC OF A SILT
FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT
PROMPTLY. REPLACE BURLAP EVERY 60 DAYS. REMOVE SEDIMIiNT DEPOSITS
AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT
RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID
UNDERMINING THE FENCE DURING CLEANOUT. REMOVE ALL FENCING MATERIALS
AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND
STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY
STABILIZED.
2. INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY
RAINFALL. IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND
REPAIR THE DIVERSION RIDGE. CAREFULLY CHECK OUTLETS AND MAKE
TIMELY REPAIRS AS NEEDED. WHEN THE AREA PROTECTED IS PERMANENTLY
STABILIZED, REMOVE THE RIDGE AND THE CHANNEL TO BLEND WITH THE
NATURAL GROUND LEVEL AND APPROPRIATELY STABILIZE IT.
3. INSPECT, CLEAN, AND PROPERLY MAINTAIN THE ROCK INLET SEDIMENT
TRAPS AFTER EVERY STORM UNTIL THE CONTRIBUTING AREA HAS BEEN
PERMANENTLY STABILIZED. TO PROVIDE SATISFACTORY EFFICIENCY,
REMOVE SEDIMENT FROM THE TRAPS WHEN THEY REACH ONE—HALF FULL.
SPREAD ALL EXCAVATED MATERIAL EVENLY OVER THE SURROUNDING LAND
AREA OR STOCKPILE AND STABILIZE APPROPRIATELY.
4. INSPECT ROCK SILT CHECKS AND CHANNELS FOR DAMAGE AFTER EACH RAIN.
CORRECT ALL DAMAGE IMMEDIATELY. IF SIGNIFICANT DAMAGE OCCURS
BETWEEN CHECKS, INSTALL A PROTECTIVE LINER IN THAT AREA OF THE CHANNEL.
REMOVE SEDIMENT ACCUMULATED BEHIND THE CHECKS TO ALLOW THE
CHANNEL TO DRAIN THROUGH THE CHECK AND PREVENT LARGE FLOWS FROM
CARRYING SEDIMENT OVER THE CHECK. ADD STONES TO CHECKS AS NEEDED
TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION.
5. INSPECT ROCK SEDIMENT DAMS AFTER EACH RAINFALL. REMOVE SEDIMENT
AND RESTORE ORIGINAL VOLUME WHEN SEDIMENT ACCUMULATES TO ONE—
HALF OF THE DESIGN VOLUME. CHECK THE STRUCTURE FOR EROSION, PIPING,
AND ROCK DISPLACEMENT AFTER EACH RAIN AND REPAIR IMMEDIATELY.
REMOVE THE STRUCTURE AND ANY UNSTABLE SEDIMENT IMMEDIATELY
AFTER THE CONSTRUCTION SITE HAS BEEN PERMANENTLY STABILIZED. SMOOTH
THE BASIN SITE TO BLEND WITH THE SURROUNDING AREA AND STABILIZE. ALL
WATER AND SEDIMENT SHOULD BE REMOVED FROM THE BASIN PRIOR TO DAM
REMOVAL. SEDIMENT SHOULD BE PLACED IN DESIGNATED DISPOSAL AREAS
AND NOT ALLOWED TO FLOW INTO STREAMS OR DRAJNAGEWAYS DURING
STRUCTURE REMOVAL.
Go
0
0
N
N_
THE KINDS OF SEED AND FERTILIZER, AND THE RATES OF APPLICATION OF SEED, FERTILIZER, AND
LIMESTONE, SHALL BE AS STATED BELOW. DURING PERIODS OF OVERLAPPIING DATES, THE KINDS OF SEED
TO BE USED SHALL BE DETERMINED BY THE ENGINEER. ALL RATES ARE POUNDS PER ACRE.
01 MARCH THRU 31 AUGUST 01 SEPTEMBER THRU 28 FEBRUARY
50# TALL FESCUE
5# CENTIPEDE
25# BERMUDAGRASS (HULLED)
500# FERTILIZER
4000# LIMESTONE
50# TALL FESCUE
5# CENTIPEDE
35# BERMUDAGRASS (HULLED)
500# FERTILIZER
4000# LIMESTONE
SLOPES 2:1 AND STEEPER AND WASTE AND BORROW LOCATIONS:
01 MARCH THRU 31 AUGUST
75# TALL FESCUE
25# BERMUDAGRASS (HULLED)
500# FERTILIZER
4000# LIMESTONE
APPROVED TALL FESCUE CULTIVARS:
ADVENTURE
ADVENTURE 11
APACHE
APACHE II
BROOKSTONE
BONANZA
CHESAPEAKE
CHIEFTAIN
DEBUTANTE
DUSTER
FINELAWN PETITE
FINELAWN
GRANDE
GUARDIAN
JAGUAR III
KENTUCKY 31
MONTAUK
MUSTANG
PHOENIX
PIXIE
REBEL JR.
REBEL II
SHENANDOAH
TEMPO
TRAILBLAZER
TRIBUTE
WRANGLER
01 SEPTEMBER THRU 28 FEBRUARY
75# TALL FESCUE
35# BERMUDAGRASS (HULLED)
500# FERTILIZER
4000# LIMESTONE
AMIGO
ANTHEM
ARID
AUSTIN
BONANZZA II
CHAPEL HILL
CORONADO
CROSSFIRE II
FALCON
FALCON II
FINELAWN I
GENESIS
HOUNDOG
JAGUAR
KITTY HAWK
MONARCH
OLYMPIC
PACER
PYRAMID
REBEL
RENEGADE
SAFARI
TITAN
TOMAHAWK
VEGAS
WOLFPACK
FERTILIZER SHALL BE 10-20-20 ANALYSIS. UPON WRITTEN APPROVAL OF THE ENGINEER, A DIFFERENT
ANALYSIS OF FERTILIZER MAY BE USED PROVIDED THE 1-2-2 RATIO IN MAINTAINED AND THE RATE OF
APPLICATION ADJUSTED TO PROVIDE THE SAME AMOUNT OF PLANT FOOD AS THE 10-20-20 ANALYSIS.
TEMPORARY SEEDING:
FERTILIZER SHALL BE THE SAME ANALYSIS AS SPECIFIED FOR "SEEDING AND MULCHING" AND APPLIED AT
THE RATE OF 400 POUNDS AND SEEDED AT THE RATE OF 50 POUNDS PER ACRE. SWEET SUDAN GRASS,
GERMAN MILLET, OR BROWNTOP MILLET SHALL BE USED IN SUMMER MONTHS AND RYE GRAIN DURING
THE REMAINDER OF THE YEAR. THE ENGINEER WILL DETERMINE THE EXACT DATES FOR USING EACH KIND OF SEED.
FERTILIZER TOPDRESSING:
FERTILIZER USED FOR TOPDRESSING ON ALL ROADWAY AREAS EXCEPT SLOPSE 2:1 AND STEEPER SHALL BE
10-20-20. UPON WRITTEN APPROVAL OF THE ENGINEER, A DIFFERENT ANALYSIS OF FERTILIZER MAY BE USED
PROVIDED THE 1-2-2 RATIO IS MAINTAINED AND THE RATE OF APPLICATION ADJUSTED TO PROVIDE THE
SAME AMOUNT OF PLANT FOOD AS A 10-20-20 ANALYSIS.
FERTILIZER USED FOR TOPDRESSING ON SLOPES 2:1 AND STEEPER AND WASTE AND BORROW AREAS SHALL
BE 16-8-8 GRADE AND SHALL BE APPLIED AT THE RATE OF 500 POUNDS PER ACRE. UPON WRITTEN APPROVAL
OF THE ENGINEER, A DIFFERENT ANALYSIS OF FERTILIZER MAY BE USED PROVIDED THE 2-1-1 RATIO IN
MAINTAINED AND THE RATE OF APPLICATION ADJUSTED TO PROVIDE THE SAME AMOUNT OF PLANT FOOD
AS 16-8-8 ANALYSIS.
SUPPLEMENTAL SEEDING:
THE KINDS OF SEEDS AND PROPORTIONS SHALL BE THE SAME AS SPECIFIED FOR "SEEDING AND
MULCHING," WITH THE .EXCEPTION THAT NO CENTIPEDE SEED WILL BE USED IN THE SEED MIX FOR
SUPPLEMENTAL SEEDING. THE RATE OF APPLICATION FOR SUPPLEMENTAL SEEDING MAY VARY FROM
25# TO 75# PER ACRE. THE ACTUAL RATE PER ACRE WILL BE DETERMINED BY THE ENGINEER PRIOR TO
THE TIME OF TOPDRESSING AND THE CONTRACTOR WILL BE NOTIFIED IN WRITING OF THE RATE PER ACRE,
TOTAL QUANTITY NEEDED, AND THE AREAS ON WHICH TO APPLY THE SUPPLEMENTAL SEED. MINIMUM TILLAGE
EQUIPMENT, CONSISTING OF A SOD SEEDER SHALL BE USED FOR INCORPORATING SEED INTO THE SOIL
AS TO PREVENT DISTURBANCE OF EXISTING VEGETATION. A CLODBUSTER (BALL AND CHAIN) MAY BE USED
WHERE DEGREE OF SLOPE PREVENTS THE USE OF A SOD SEEDER.
MOWING:
THE MINIMUM MOWING HEIGHT ON THIS PROJECT SHALL BE 4 INCHES.
CRIMPING STRAW MULCH:
CRIMPING WILL BE REQUIRED ON THIS PROJECT ADJACENT TO ANY SECTION OF ROADWAY WHERE
TRAFFIC IS TO BE MAINTAINED OR ALLOWED DURING CONSTRUCTION. IN AREAS WITHIN 6 FEET OF
THE EDGE OF PAVEMENT, STRAW IS TO BE CRIMPED AND IMMEDIATELY TACKED WITH ASPHALT TACK.
TACK RATE SHALL BE 0.10 GALLONSSQUARE YARD OR 10 GALLONS PER 1000 SQUARE FEET.
CRIMPING OF STRAW IN LIEU OF ASPHALT TACK WILL BE ALLOWED ON THIS PROJECT SUBJECT TO
THE FOLLOWING CONDITIONS:
ALL AREAS SEEDED AN MULCHED SHALL BE CRIMPED AND3'OR TACKED WITH ASPHALT AS DIRECTED BY
THE ENGINEER.
CRIMPING WILL BE LIMITED TO SLOPES 4:1 OR FLATTER UNLESS THE CONTRACTOR CAN DEMONSTRATE TO
THE ENGINEER THAT STEEPER SLOPES CAN BE NEGOTIATED WITHOUT ALTERING THE TYPICAL SECTION.
STRAW MULCH TO BE OF SUFFICIENT LENGTH AND QUALITY TO WITHSTAND THE CRIMPING OPERATION
AND PROVIDE ADEQUATE GROUND COVER.
CRIMPING EQUIPMENT INCLUDING POWER SOURCE SHALL BE SUBJECT TO THE APPROVAL OF THE
ENGINEER PROVIDING THAT THE MAXIMUM SPACING OF THE CRIMPER BLADES SHALL NOT EXCEED 8 INCHES.
DISTURBED AREA
5.57 ACRES
REVEGETATED AREA
2.93 ACRES
CONSTRUCTION SEQUENCE
1. OBTAIN PLAN APPROVAL AND APPLICABLE PERMITS.
2. FLAG THE WORK LIMITS.
3. HOLD PRECONSTRUCTION CONFERENCE AT LEAST ONE WEEK PRIOR TO STARTING
CONSTRUCTION.
4. INSTALL CONSTRUCTION ENTRANCES AND SILT FENCE AS SHOWN ON THE PLANS, OR AS
DIRECTED BY THE CONTRACTING OFFICER.
5. COMPLETE SITE CLEARING AND GRUBBING.
6. INSTALL ADDITIONAL SEDIMENTATION AND EROSION CONTROL DEVICES AS REQUIRED
IN THE PLANS.
7. PERFORM SITE GRADING ACTIVITIES.
8. PAVE PARKING LOTS AND CONSTRUCT INFILTRATION BASINS. SEDIMENT FROM CONSTRUCTION
ACTIVITIES SHALL NOT BE PERMITTED TO ENTER THE INFILTRATION BASINS. COMPLETE FINAL
GRADING OF GROUNDS AND TOPSOIL CRITICAL AREAS. PERMANENTLY VEGETATE AND MULCH
THE SITE. GROUNDCOVER SHALL BE PROVIDED ON EXPOSED SLOPES WITHIN 21 CALENDAR DAYS
FOLLOWING COMPLETION OF ANY PHASE OF GRADING.
9. ENSURE ALL SWALES AND STORMWATER INFILTRATION BASINS ARE CLEARED OF
CONSTRUCTION DEBRIS AND EXCESS SEDIMENT.
10. AFTER SITE IS STABILIZED, REMOVE ALL TEMPORARY MEASURES AND INSTALL PERMANENT
VEGETATION ON THE DISTURBED AREAS WITHIN 15 WORKING DAYS OR 90 CALENDAR
DAYS OF COMPLETION OF CONSTRUCTION.
11. ESTIMATED TIME BEFORE FINAL STABILIZATION-6 MONTHS.
EARTH TECH
701 Corporate Center Drive
Suite
AECOM
Raleigh,5NC 27607
919-854-6200
DEPARTMENT OF THE NAVY NAVALFACILITIES ENGINEERING COMMAND
MARINE CORPS BASE
CAMP LEJEUNE, NORTH CAROLINA
DES. NJ DEAN
DR.
M200 AREA PARKING
` N ,A CAROB 04
SCA..
CHK.
SUBMITTED BY:
;Q�� �'1°;
EROSION CONTROL DETAILS
DESIGN DIR.
SEAL =
= 026453
APPROVED: PWO OR OICC DATE
SIZE
CODE IDENT. NO
NAVFAC DRAWING NO.
_=
60002296
j�q "'
�
80091
�"""Fil OF °,.`�
CONST.CONTR.NO. N40085-08-13-0156
SATISFACTORY TO: DATE
SCALE:
SPEC. 05-08-0156
SHEET 9 OF 11
�'"' ��"'�

REVISIONS
SYM DESCRIPTION DATE APPROVED
0
O
N
N
TEMPORARY ROCK SILT
TEMP. STONE
DITCH CHECK
CVO• QPVEMESI(
EDGE OF PAVEMENT
ot,�6oQF.
s
STRUCTURAL STONE
SCK
LOPES
ISOMETRIC VIEW
1' MIN. NATURAL GROUND
CROSS SECTION
VEE DITCH
CHECK TYPE
NOTES:
STRUCTURAL STONE SHALL BE STONE FOR EROSION
CONTROL CLASS "B" AND SHALL BE PAID FOR AT
THE CONTRACT UNIT PRICE PER TON 'STONE FOR
EROSION CONTROL CLASS "B"'.
THE ENGINEER MAY DIRECT THE OPTION OF
CLASS "A" STONE FOR SITES HAVING LESS THAN
ONE (1) ACRE DRAINAGE AREA AND A DITCH
GRADE LESS THAN 3%. PAYMENT SHALL BE UNIT
PRICE PER TON 'STONE FOR EROSION CONTROL
CLASS "A"'
SEDIMENT CONTROL STONE SHALL BE NO. 5 OR 57
STONE AND SHALL BE PAID FOR AT THE CONTRACT
UNIT PRICE PER TON "SEDIMENT CONTROL STONE"
SEDIMENT CONTROL STONE SHALL BE USED AS
DIRECTED BY THE ENGINEER.
A g
L= THE DISTANC�SUCH T POINTS
A AND B ARE OF EQUAL ELEVATION
CHECK DAM SPACING IN CHANNEL
ewec ne nrrru
ELEVATION VIEW
ROCK INLET SEDIMENT TRAP TYPE 'C'
1/4" WIRE MESH pX
p • .:
MAXIMUM POST SPACING 4 FT.
2}
SEDIMENT
CONTROL
C
A Y
14" WIRE MESH ..•�
p0 i'O tin'.
NOTE
12' SEDIMENT CONTROL STONE
SHALL BE NO. 5 OR NO. 57
STONE. FLOW -
WIRE MESH SHALL BE mom
8' 2' WIRE HARDWARE CLOTH 23 GAUGE MIN. SEDIMENT
AND SHALL HAVE 11.4 INCH MESH
MESH CONTROL
OPENINGS.
TOP OF WIRE MESH SHALL BE
A MINIMUM OF ONE FOOT BELOW
THE SHOULDER OR ANY
DIVERSION POINT.
MAINTENANCE REQUIREMENTS:
REMOVE EXCESS SEDIMENT AFTER EACH
RAINFALL EVENT.
Y
14" WIRE MESH
NOTE FOR POST DESCRIPTION
/ AVERAGE BOX INSTALL WIRE MESH UNDER AVERAGE BOX
v DIMENSION VARIABLE SEDIMENT CONTROL STONE. DIMENSION VARIABLE
FILTERED STEEL POST SHALL BE 5 FT. FILTERED
WATER IN HEIGHT, BE INSTALLED WATER
SECTION A -A BE5OF THEFT.DEEP SELF-FASTENERAND SECTION Y-Y
ANGLE STEEL TYPE.
POST SPACING SHALL BE
MULTI -DIRECTIONAL FLOW A MAXIMUM of a FT. CT ONAL FLOW
,2"
SETTLED TOP
5'
PROFILE SECTION
STRUCTURAL STONE
WEIR
SINGLE -DIRE I
OVERFILL 6"
FOR SETTLEMENT
EMERGENCY BY-PASS 6"
BELOW SETTLED TOP OF DAM
MAINTENANCE: `�
WHEN SILT REACHES 1.5' IN DEPTH, WEIR LENGTH
REMOVE IT, AND RE-FORM THE BOTTOM PLUS 5 FEET NATURAL GROUND
OF THE SEDIMENT TRAP. FOR POOR DEFINED CHANNELS
GROSS SECTION
TEMPORARY ROCK SEDIMENT DAM, TYPE B
TEMPORARY DIVERSION
COMPACTED SOIL
—�-� 2' MINIMUM �—
:fir y.' '�::4LE-1
FLOW
a:.':::'MINIMUM
6' TYPICAL
CROSS SECTIONAL VIEW
TOP AND BOT
SHALL BE 10
TEMPORARY SILT FENCE
-8' MAX. WITH WIRE +•�
I I6' MAX. WITHOUT WIRE1 I
MIDDLE AND VERTICAL WIRES
SHALL BE 121t GAUGE MIN.
WIRE) FILTER F:,BRIC�
FILTER FABRIC
COMPACTED FI
NOTES
WIRE SHALL BE A MINIMUM OF 32"
IN WIDTH AND SHALL HAVE A MINIMUM
OF 6 LINE
E WIRES WITH 12" STAY
SPACING.
FILTER FABRIC SHALL BE A MINIMUM
OF 36" IN WIDTH AND SHALL BE
FASTENED ADEQUATELY TO THE WIRE AS
DIRECTED BY THE ENGINEER.
STEEL POST SHALL BE 5'-0" IN
HEIGHT AND BE OF THE SELF -FASTENER
ANGLE STEEL TYPE.
MAINTENANCE REQUIREMENTS:
CHECK SEDIMENT FENCES AFTER EACH SIGNIFICANT RAINFALL,
REMOVE THE NECESSARY SEDIMENT, AND MAKE REPAIRS PROMPTLY.
POST - 2'-0" DEPTH
EXTENSION OF FABRIC AND
WIRE INTO TRENCH
ROCK INLET SEDIMENT TRAP
NOTE:
USE CLASS 'A' EROSION
CONTROL STON FOR
STRUCTURAL STONE.
USE NO. 5 OR NO. 57 STONE
FOR SEDIMENT CONTROL.
CONSTRUCT TOP OF BERM
A MINIMUM OF ONE FOOT
BELOW THE SHOULDER OR
DIVERSION POINT.
PROVIDE A TOTAL SEDIMENT
TRAP VOLUME OF 1S003 CUBIC
FEET PER ACRE OF DISTURBED
AREA. SOME OF THE REQUIRED
VOLUME MAY BE PROVIDED BY
OTHER UP OR DOWNSTREAM
CONTROLS.
A
SEDIMENT CONTROL Sl.,l.�
DIVERSION POINT
12" MIN
SEDIMENT CONTROL
PLAN
STRUCTURAL STONE
� MrIN�
SECTION A -A
6„
A
JCTURAL STONE
U.4 FLOW
8" PIPE MAX.
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
SHOULDER
iNOTES:
I. TURNING RADIUS SUFFICIENT TO ACCOMODATE LARGE TRUCKS
/
SHALL BE PROVIDED.
2. ENTRANCE(S) SHOULD BE LOCATED TO PROVIDE FOR UTILIZATION
SOP°
\I,
110
BY ALL CONSTRUCTION VEHICLES.
J�
Q
'rT
3. MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT
TRACKING OR DIRECT FLOW OF MUD ONTO STREETS.
i
PERIODIC TOPDRESSING WITH STONE WILL BE NECESSARY.
4.ANY MATERIAL TRACKED ONTO THE ROADWAY MUST BE
CLEANED UP IMMEDIATELY.
5. GRAVEL CONSTRUCTION ENTRANCE SHALL BE LOCATED AT
ALL POINTS OF INGRESS AND EGRESS UNTIL SITE IS STABILIZED.
FREQUENT CHECKS OF THE DEVICE AND TIMELY MAINTENANCE
MUST BE PROVIDED.
CLASS 'A' STONE
8 IN. MIN. DEPTH
l
NOTE: FILTER FABRIC TO BE PLACED BENEATH STONE
EARTH TECH
701 Corporate Center DriveSuit
AECOM Raleigh NC 27607
Wmm11 I
919-854-6200
DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
MARINE CORPS BASE
CAMP LEJEUNE, NORTH CAROLINA
DES. B R PEASE
DR. N J DEAN
M200 AREA PARKING
CAROL'4'
CHK. J M KAMPRATH
SUBMITTED BY:
ytH
ESSI 4
o
EROSION CONTROL DETAILS
DESIGN DIR.
_ SEAL _
025453 =
44
APPROVED: PWO OR OICC DATE
SIZE
CODE (DENT. NO
14AVFAC DRAWING NO.
60002297
�„� Q .
D
80091
N CI NEE; P� ,,:�
CONST.CONTR.NO. N40085-08-B-0156
F�L 0� .`�
SATISFACTORY TO: DATE
SHEET 10 OF 11
SCALE:
SPEC. 05-08-0156

REVISIONS
SYM DESCRIPTION
DATE IAPPROVED
BASIN TOP
ELEVATION
Final
Grade
BASIN TOP
ELEVATION
Final Grade
SEE TABLE
OUTLET SIDE OF BASIN
SEE INFILTRATION BASIN TABLE
FOR BOTTOM ELEVATION
INFILTRATION BASIN SECTION
N.T.S.
DIRECTION
OF INFLOW
SURFACE AREA
SHWT *
BASIN INVERT
DESIGN STORAGE
BASIN BERM
STORAGE
STORAGE
BASIN
AT INVERT (SF)
ELEV. (ft)
ELEV. (ft)
ELEV. (ft)
ELEVATION (ft)
VOLUME (cf)
DEPTH (ft)
A
6,281
12.33
14.40
15.45
16.00
7203
1.05
B
6,490
11.50
13.70
14.70
16.00
7,015
1.00
* SHWT = Seasonal High Water Table
INFILTRATION BASIN TABLE
LEVEL SPREADER WITH NO BYPASS
OVERFLOW
BYPASS
LEVEL SPREADER
SECTION -AA WALL LEVEL SPREADER
Pernonant Soil
Renforcement Mat
,NATURAL GROUND (PSRM)
I" --4' min.
2' rrpx.
' 6 Reinf. Conc.Wall
((r 8" Block Wall)
�--6" Conc.Footing
Bypass Elevations
Basin #
A
B
A: Invert In (ft)
' 5.60
15.0C
B: Invert. Out to Basin (ft)
'5.00
1420
C: Weir Crest Elevation (ft)
5.45
1470
D: Bypass Flow Outlet Invert (ft)
'4.00
14.(0
FLOW -
SPLITTER
U
CONCRETE TOP SLAB
� 43°MINIMUM
43" MIN.
PLAN
A
DIRECTION OF
PRIMARY OUTFLOW
(TO BASIN)
No
CONCRETE SLAB DESIGNED
EXPECTED LOADING
PRIMARY OUTLET
APPLY GROUT TO
OBTAIN ELEVATION'S'
B C
OPENING
. '..•: • 6"MIN.
ELEVATION 'B'
OPENING
B FLOW C
SPLITTER VARIABLE
2'-0" TYP.
4" 4°
6" MINIMUM
3000 P.S.I. CONCRETE
INLET
ELEVATION 'A'
DIRECTION OF
4" OVERFLOW
'®
4"
TOP SLAB THE OVERFLOW OUTLET MAY
BE LOCATED AT THE TOP OF THE
FIRST COURSE OF BRICKBLOCK BELOW
THE PRIMARY OUTLET. ON PRECAST
BOXES, USE T BELOW ELEVATION'B'
DETAIL OF OVERFLOW OUTLET
ISOMETRIC VIEW
FLOW SPLITTER BOX
TOP SLAB
SECTION A -A
15yf 19�2"
SECTION B-B - INLET
GROUT INLET
— TO TIE TO
FLOW SPUTTER
SECTION C-C PRIMARY OUTLET
DIRECTION OF
PRIMARY OUTFLOW
(TIC BASIN)
TOP SLAB
PRIMARY OUTLET
ELEVATION T
APPLY GROUT AS REQUIRED
TO OBTAIN OULET ELEVATION
EARTH TECH
701 Corporate Center Drive
AECOM Raleigh
C
NC 27607
_$
919-854-6200
DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
MARINE CORPS BASE
CAMP LEJEUNE, NORTH CAROLINA
DIS. B M DICK
Dt. N J DEAN
M200 AREA PARKING
.•"""""".
CIK. B M DICK
SIBMITTED BY:
?�o
STORMWATER PLANS
_ ;Qe� �9<;
INFILTRATION BASIN AND FLOW SPLITTER DETAILS
DISIGN DIR.
SEAL _
oz6 3 =
APPROVED: PWO OR OICC DATE
SIZE
CODE [DENT. NO
NAVFAC DRAWING NO.
60002298
`
Nci N6�•
80091
;'
•'�
SATISFACTORY TO: DATE
CONST.CONTR.NO. N40085-08-B-0156
SCALE: NTS
SPEC. 05-08-0156
SHEET 11 OF 11
%
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